Plan Review Details - Project Z17060018
Plan Review Stops For Project Z17060018
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 07-11-2017 Cont ID  
Sent By rbrown Date 07-11-2017 Time 19:41 Rev Time 0.00
Received By tward Date 08-08-2017 Time 11:17 Sent To  
Notes
2017-07-11 19:41:15DEVELOPMENT SERVICES DEPARTMENT, BUILDING DIVISION,
 COMMENTS:
  
 1. THIS REVIEW IS A CURSORY REVIEW AS IT RELATES TO THE
 SITE. IT IS NOT A REVIEW FOR FULL COMPLIANCE WITH
 FLORIDA BUILDING CODE. THE FOLLOWING COMMENTS ARE TO BE
 ADDRESSED FOR PERMITTING.
  
 2. NEW FLOOD INSURANCE RATE MAPS (FIRMS) WILL BE
 ADOPTED BEFORE OCTOBER 2017. THE PROPOSED BUILDING MAY
 BE IN FLOOD ZONE. THE CURRENT REQUIREMENT IS FOR THE
 ELEVATION OF THE FIRST FLOOR OF THE BUILDING AND ALL
 ASSOCIATED MECHANICAL EQUIPMENT (CHILLERS, GENERATORS
 ETC.) SHALL BE 12 INCHES (FREEBOARD) ABOVE THAT BASE
 FLOOD ELEVATION. PLEASE NOTE THAT THERE IS A PROPOSAL
 TO INCREASE THE FREEBOARD TO 24 INCHES SOMETIME AFTER
 THE MIDDLE OF MAY 2017.
  
 3. BUILDING SIZE. WHEN SUBMITTED FOR BUILDING PERMIT,
 THE PLANS SHALL SHOW THAT THE TYPE OF CONSTRUCTION FOR
 THE BUILDINGS WILL BE IN ACCORDANCE WITH THE HEIGHT,
 AREA AND OCCUPANCY LIMITATIONS IN CHAPTER 5 OF THE
 FLORIDA BUILDING CODE
  
 4. BUILDING LOCATION RELATIVE TO THE PROPERTY LINE AND
 OTHER STRUCTURES. WHEN SUBMITTED FOR BUILDING PERMIT,
 COMPLIANCE WITH ALL BUILDING SEPARATION, PERCENTAGE OF
 OPENINGS AND OPENING PROTECTIVE REQUIREMENTS OF
 CHAPTERS 6 AND 7 OF THE FLORIDA BUILDING CODE SHALL BE
 VERIFIED.
  
 5. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS
 AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE
 WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED
 FOR SIGNS, GAS SYSTEMS, GENERATORS, FIRE ALARM SYSTEMS,
 FIRE SPRINKLER AND OTHER FIRE SUPPRESSION SYSTEMS,
 GREASE INTERCEPTORS, SITE LIGHTING, SITE LANDSCAPE,
 SITE IRRIGATION, ETC.
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 4 Status P Date 12-27-2017 Cont ID  
Sent By squinone Date 12-27-2017 Time   Rev Time 0.00
Received By squinone Date 12-20-2017 Time   Sent To  
Notes
2017-12-27 08:40:19CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT
 DATE: 12/27/2017
 PROJECT: TUXEDO AVENUE WAREHOUSE (Z17060018)
 ADDRESS: 1510 TUXEDO AVE
 STATUS: PASSED
  
 THIS IS AN INITIAL LEVEL REVIEW. CONSTRUCTION LEVEL
 DETAILS, DESIGN CALCULATIONS, AND THE POLLUTION
 PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
 ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
 APPLICATION PROCESSES.
  
 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
 THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
 CAN BE DOWNLOADED FROM THE FOLLOWING WEBSITE LINK: HTTP
 ://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-
 PERMITS-APPLICATIONS
  
 2. PLEASE SUBMIT THE LATEST VERSION OF THE 'AUTO-CALC
 CERTIFIED COST ESTIMATE FORM' FOR SUBMISSION TO CITY OF
 WEST PALM BEACH PUBLIC WORKS DEPARTMENT FOR ADDITIONAL
 WORK PROPOSED. THIS FORM CAN BE DOWNLOADED FROM THE
 FOLLOWING LINK: HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-
 PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS
  
 SOFIA QUINONES-BENEJAM, EI
 PROJECT ENGINEER
 CITY OF WEST PALM BEACH
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33402
 (MAILING ADDRESS: PO BOX 3366)
 P: 561.494.1108
 C: 561.459.6518
 F: 561.494.1116
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 3 Status P Date 11-28-2017 Cont ID  
Sent By squinone Date 11-28-2017 Time   Rev Time 0.00
Received By squinone Date 11-28-2017 Time   Sent To  
Notes
2017-11-28 16:23:15CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT
 DATE: 11/28/2017
 PROJECT: TUXEDO AVENUE WAREHOUSE (Z17060018)
 ADDRESS: 1510 TUXEDO AVE
 STATUS: PASSED
  
 THIS IS AN INITIAL LEVEL REVIEW. CONSTRUCTION LEVEL
 DETAILS, DESIGN CALCULATIONS, AND THE POLLUTION
 PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
 ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
 APPLICATION PROCESSES.
  
 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
 THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
 CAN BE DOWNLOADED FROM THE FOLLOWING WEBSITE LINK: HTTP
 ://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-
 PERMITS-APPLICATIONS
  
 2. PLEASE SUBMIT THE LATEST VERSION OF THE 'AUTO-CALC
 CERTIFIED COST ESTIMATE FORM' FOR SUBMISSION TO CITY OF
 WEST PALM BEACH PUBLIC WORKS DEPARTMENT FOR ADDITIONAL
 WORK PROPOSED. THIS FORM CAN BE DOWNLOADED FROM THE
 FOLLOWING LINK:
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
 SOFIA QUINONES-BENEJAM, EI
 PROJECT ENGINEER
 CITY OF WEST PALM BEACH
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33402
 (MAILING ADDRESS: PO BOX 3366)
 P: 561.494.1108
 C: 561.459.6518
 F: 561.494.1116
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status F Date 10-26-2017 Cont ID  
Sent By squinone Date 10-26-2017 Time   Rev Time 0.00
Received By squinone Date 10-26-2017 Time   Sent To  
Notes
2017-10-26 14:27:58CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT
 PROJECT NAME: TUXEDO AVENUE WAREHOUSE ? 1510 TUXEDO
 AVE. - Z17060018
 STATUS: FAILED
  
 THIS IS AN INITIAL LEVEL REVIEW. CONSTRUCTION LEVEL
 DETAILS, DESIGN CALCULATIONS, AND THE POLLUTION
 PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
 ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
 APPLICATION PROCESSES.
 THE FOLLOWING GENERAL COMMENTS MUST BE ADDRESSED PRIOR
 TO ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL:
  
 1. PROPOSED WATER AND SANITARY SEWER SERVICE MUST BE
 CONNECTED TO THE EXISTING WATER AND SEWER MAINS LOCATED
 ON THE PROPERTY FRONTAGE ROADS EITHER TUXEDO AVE. OR
 POINT RD.;
  
 2. REFER TO CITY?S STANDARD DETAIL GC-1 FOR CONCRETE
 SIDEWALK;
  
 3. REFER TO CITY?S STANDARD DETAIL GC-3 FOR CONCRETE
 CURB & GUTTER;
  
 4. REFER TO CITY?S STANDARD DETAIL GC-7 FOR CONCRETE
 DRIVEWAY APRONS;
  
 AFTER THE SITE PLAN IS APPROVED, IN THE NEXT PHASE, THE
 FOLLOWING GENERAL COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL:
  
 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
 THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
 CAN BE DOWNLOADED FROM THE FOLLOWING WEBSITE LINK: HTTP
 ://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-
 PERMITS-APPLICATIONS
  
 2. PLEASE SUBMIT THE LATEST VERSION OF THE ?AUTO-CALC
 CERTIFIED COST ESTIMATE FORM? FOR SUBMISSION TO CITY OF
 WEST PALM BEACH PUBLIC WORKS DEPARTMENT FOR ADDITIONAL
 WORK PROPOSED. THIS FORM CAN BE DOWNLOADED FROM THE
 FOLLOWING LINK: HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-
 PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS
  
 3. WHAT IS THE PLAN FOR FIRE PROTECTION FOR THE
 PROPOSED BUILDING? SHOW PROPOSED FIRE LINE AND BACKFLOW
 PREVENTER, METER ASSEMBLY ETC. IN THE UTILITY PLAN
 DURING FINAL PLANS SUBMITTALS;
  
 4. SUBMIT WITH THE ENGINEERING DEVELOPMENT APPROVAL
 APPLICATION SIGNED & SEALED ENGINEER/MEP WATER AND
 SANITARY SEWER CALCULATION (IN DETAIL I.E. AVERAGE AND
 PEAK WITH PEAKING FACTOR). SUBMIT CALCULATIONS TO
 VALIDATE METER SIZE SELECTION. SHOW THESE CALCULATIONS
 ON THE UTILITY PLAN SHEET AS WELL;
  
 5. SHOW THE NEAREST FIRE HYDRANT TO THIS SITE ON THE
 FINAL UTILITY PLAN. FIRE HYDRANT FLOW TEST DATA FROM
 EXISTING FIRE HYDRANT WILL BE REQUIRED PART OF THE PLAN
 SUBMITTAL. SHOW HYDRANT FLOW TEST DATA RESULT ON THE
 PLANS;
  
 6. PLEASE INCLUDE THE LATEST VERSION OF THE APPLICABLE
 CITY OF WEST PALM BEACH STANDARD UTILITY DETAILS TO THE
 DETAIL SHEET/S DURING SUBMISSION OF THE FINAL
 ENGINEERING PLANS. CONTACT THE ENGINEERING SERVICES
 DEPARTMENT FOR THE LATEST REVISED DETAILS IN CAD
 FORMAT. CITY?S STANDARD DETAILS (IN PDF FILE FORMAT)
 CAN BE DOWNLOADED FROM THE FOLLOWING SITE: HTTP://WPB.O
 RG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS-
 APPLICATIONS
  
 7. PLACEMENT OF THE ANY PROPOSED METER, BACKFLOW
 PREVENTER, DCDA ETC. SHALL BE INSTALLED PER THE CITY?S
 STANDARD DETAILS. WATER METER SHOULD BE WITHIN THE
 RIGHT-OF-WAY OR INSIDE AN 'UTILITY EASEMENT' JUST
 INSIDE THE PROPERTY NEAR THE RIGHT-OF-WAY AND
 ACCESSIBLE;
  
 8. IN THE FINAL PLANS, MUST PROVIDE UTILITY CONFLICT
 TABLE (BOTTOM AND TOP OF CROSSING PIPES) AT THE
 CONFLICT POINTS OF ALL WATER, STORM AND SANITARY SEWER
 PIPES AS WELL AS OTHER FRANCHISE UTILITIES. EXISTING
 UTILITIES WITHIN THE PROPOSED SANITARY SEWER LATERAL
 ARE TO BE VERIFIED VIA SOFTDIGS, PROVIDE ALL UTILITY
 CROSSING INFORMATION;
  
 9. IN THE FINAL PLANS, SHOW DIRECTION OF FLOW FOR THE
 EXISTING SANITARY SEWER. SHOW INVERT AT CONNECTION
 POINTS AND INCLUDE A PROFILE FOR THE PROPOSED SERVICE
 LATERAL WITH GROUND ELEVATIONS ABOVE THE PIPE;
  
 10. FOR THE FINAL WATER AND SEWER PLANS, INCLUDE A NOTE
 THAT: AS OF DECEMBER 20, 2015 THE CITY OF WEST PALM
 BEACH CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST BE LEAD
 FREE." FOR MORE INFORMATION REFER TO THE LINK BELOW: HT
 TP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLICA
 TIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
  
 SOFIA QUINONES-BENEJAM, EI
 PROJECT ENGINEER
 CITY OF WEST PALM BEACH
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33402
 (MAILING ADDRESS: PO BOX 3366)
 P: 561.494.1108
 C: 561.459.6518
 F: 561.494.1116
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 07-11-2017 Cont ID  
Sent By mkhan Date 07-11-2017 Time 17:02 Rev Time 0.00
Received By mkhan Date 07-11-2017 Time 17:02 Sent To  
Notes
2017-07-11 17:03:03CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT
  
 PROJECT NAME: TUXEDO AVENUE WAREHOUSE - 1510 TUXEDO
 AVE. - Z17060018
  
 RESPONSE: FAILED
  
 DATE: JULY 11, 2017
  
 THIS IS AN INITIAL LEVEL REVIEW. CONSTRUCTION LEVEL
 DETAILS, DESIGN CALCULATIONS, AND THE POLLUTION
 PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
 ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
 APPLICATION PROCESSES.
  
 THE FOLLOWING GENERAL COMMENTS MUST BE ADDRESSED PRIOR
 TO ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL:
  
 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
 THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
 CAN BE DOWNLOADED FROM THE FOLLOWING WEBSITE LINK:
  
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
 2. PLEASE SUBMIT THE LATEST VERSION OF THE "AUTO-CALC
 CERTIFIED COST ESTIMATE FORM" FOR SUBMISSION TO CITY OF
 WEST PALM BEACH PUBLIC WORKS DEPARTMENT FOR ADDITIONAL
 WORK PROPOSED. THIS FORM CAN BE DOWNLOADED FROM THE
 FOLLOWING LINK:
  
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
 3. PROPOSED WATER AND SANITARY SEWER SERVICE SHALL BE
 CONNECTED TO THE EXISTING WATER AND SEWER MAINS LOCATED
 ON THE PROPERTY FRONTAGE ROADS I.E. TUXEDO AVE. OR
 POINT RD.;
  
 4. APPLY FOR COMMERCIAL ACCOUNT FOR SANITATION/GARBAGE
 COLLECTION THROUGH PUBLIC WORKS DEPARTMENT;
  
 5. INSTALL SIDEWALK AT THE FRONTAGE OF THE PROPERTY ON
 TUXEDO AVE. AND POINT RD. SHOW ON THE FINAL PLANS 5-FT
 WIDE SIDEWALK AND ADA ACCESSIBLE RAMPS FOR THE PROPOSED
 DRIVE/ACCESS AND ADD A DETAIL FOR THE SPECIFIC RAMP
 TYPE;
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 07-07-2017 Cont ID  
Sent By pleduc Date 07-07-2017 Time   Rev Time 0.00
Received By pleduc Date 07-07-2017 Time 09:54 Sent To  
Notes
2017-07-07 10:03:16THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
 FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
 BEACH FIRE RESCUE.
  
 THIS REVIEW CAN ONLY BE CONSIDERED PRELIMINARY AS THE
 DRAWINGS THAT WERE REVIEWED WERE NOT COMPLETE.
 ADDITIONAL COMMENTS CAN BE EXPECTED WHEN FULL DRAWINGS
 ARE SUBMITTED FOR PERMIT.
  
 THE FIRE PREVENTION BUREAU HAS NO OBJECTIONS TO THE
 PROPOSED PROJECT.
  
 1. CONSTRUCTION, DEMOLITION, AND RENOVATION TO COMPLY
 WITH NFPA 241. EXTRA ATTENTION SHALL BE GIVEN TO THE
 PERMITTING AND LOCATION OF CONSTRUCTION TRAILERS. A
 PERMIT IS REQUIRED FOR ANY CONSTRUCTION TRAILER RELATED
 TO THIS PROJECT. SEPARATION DISTANCES FROM MAIN
 STRUCTURES AS WELL AS OTHER TRAILERS SHALL BE CLOSELY
 MONITORED FOR THE REQUIREMENTS OF FIRE SPRINKLER
 PROTECTION.
  
  
 2. SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY
 IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING
 ALL CONSTRUCTION ACTIVITIES.
  
  
 3. THE BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM
 ALL ACCESS ROADWAYS, INCLUDING DURING CONSTRUCTION.
 ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND
 AND SHALL NOT BE LESS THAN SIX (6) INCHES IN HEIGHT
 WITH A ONE (1) INCH STROKE FOR ALL BUILDINGS.
  
  
 4. DURING CONSTRUCTION, TRASH AND DEBRIS IS TO BE
 REMOVED FROM THE SITE DAILY OR MORE OFTEN TO REDUCE THE
 ACCUMULATION OF POTENTIAL LIFE AND FIRE SAFETY HAZARDS.
  
  
 5. THE CONSTRUCTION OF THE BUILDING SHALL COMPLY WITH
 THE 5TH EDITION OF THE FLORIDA FIRE PREVENTION CODE,
 INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE CODES.
  
  
 6. FOR PLAN REVIEW SUBMITTAL, PLEASE INCLUDE THE
 OCCUPANCY TYPE, PER THE FLORIDA FIRE PREVENTION CODE,
 AND WHETHER IT IS MIXED OR SEPARATED OCCUPANCY.
  
  
 7. FOR PLAN REVIEW SUBMITTAL, PLEASE ENSURE THAT A FIRE
 LOAD CALCULATION IS INCLUDED AND THAT ADEQUATE WATER
 SUPPLY IS EXISTING OR WILL BE PROVIDED.
  
  
 8. ALL EXISTING AND NEW FIRE HYDRANTS PLANNED FOR THIS
 DEVELOPMENT SHALL BE CLEARLY INDICATED AND IDENTIFIED
 ON THE PLAN AND CLOSELY COORDINATED WITH THE BUREAU OF
 FIRE PREVENTION.
  
  
 9. COMPLETE LIFE SAFETY PLANS FOR EACH OCCUPANCY SHALL
 BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL
 DISTANCES, COMMON PATHS OF TRAVEL, DEAD-END CORRIDORS,
 EXIT SIGNS, EMERGENCY LIGHTING, EXITS LEADING TO A
 PUBLIC WAY, FIRE EXTINGUISHER LOCATIONS, AND ALL FIRE
 SAFETY FEATURES AND EQUIPMENT.
  
 ONE EXIT IS INDICATED, FROM THE MEZZANINE AND THE
 BUILDING. PLEASE ENSURE THE SINGLE REQUIREMENTS AND
 DISTANCES FOR BOTH.
  
 AN ELEVATOR/LIFT IS INDICATED. ENSURE THAT AN AREA OF
 REFUGE IS PROVIDED PER ALL THE APPLICABLE REQUIREMENTS.
  
  
  
 10. AN OUTSIDE STORAGE AREA IS INDICATED, PLEASE
 PROVIDE DETAILS REGARDING STORAGE OF FLAMMABLE FUEL
 AND/OR HAZARDOUS MATERIALS.
  
  
 11. IT IS HIGHLY RECOMMENDED FOR ANY ACCESS GATES THAT
 THEY BE PROVIDED WITH KNOX KEY ACCESS LOCKS, PADLOCKS
 AND/OR SWITCHES FOR 24 HOUR EMERGENCY ACCESS.
  
  
 12. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
  
 13. THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING
 PLANS AT THE APPROPRIATE TIME AND IN ACCORDANCE WITH
 THE REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop L LANDSCAPING
Rev No 3 Status P Date 12-27-2017 Cont ID  
Sent By rcaranci Date 12-27-2017 Time 14:51 Rev Time 0.00
Received By rcaranci Date 12-27-2017 Time 14:51 Sent To  
Notes
***NONE***
Review Stop L LANDSCAPING
Rev No 2 Status P Date 11-02-2017 Cont ID  
Sent By rcaranci Date 11-02-2017 Time 15:10 Rev Time 0.00
Received By rcaranci Date 11-02-2017 Time 15:10 Sent To  
Notes
2017-11-02 15:10:52FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: 1510 TUXEDO Z17060018
 NOVEMBER 1, 2017
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. PLEASE UPDATE PLAN TO CURRENT LANDSCAPE
 CODE AS OF APRIL 21, 2017. THESE UPDATES INCLUDE TREE
 AND FLOWERING TREE REQUIREMENTS, FLORIDA FRIENDLY
 LANDSCAPE REQUIREMENTS, AND SUBSTITUTION OF PALM TREES.
  
 2. SATISFIED. PLEASE PROVIDE LOCATIONS OF LIGHTING ON
 THE LANDSCAPE PLAN TO AVOID CONFLICTS WITH LANDSCAPING.
  
 3. SATISFIED. PLEASE SHOW LOCATIONS OF WATER AND SEWER
 LINES ON THE LANDSCAPE PLAN AND RESOLVE CONFLICTS WITH
 LANDSCAPING.
  
 4. SATISFIED. CALCULATION OF OPEN SPACE REQUIRED FOR
 TREE AND SHRUB CALCULATIONS IS BASED ON 40 PERCENT
 REQUIRED.
  
 5. SATISFIED. PLEASE SHOW CALCULATIONS FOR BUFFER TREE
 REQUIREMENTS.
  
 6. SATISFIED. THE LANDSCAPE BUFFER TREES AND HEDGE CAN
 BE LOCATED TO OTHER LOCATIONS ON THE SITE IF THE
 BUILDING IS LOCATED AT ZERO SETBACK FOR THE EAST AND
 SOUTH SIDES.
  
 7. SATISFIED. SOME LANDSCAPE AREA CAN BE GAINED IF THE
 CURB IS LOCATED IN PLACE OF WHEEL STOPS, ALLOWING THE
 OVERHANG TO BE GRASS OR GROUNDCOVER.
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 07-10-2017 Cont ID  
Sent By rcaranci Date 07-10-2017 Time 16:51 Rev Time 0.00
Received By rcaranci Date 07-10-2017 Time 16:51 Sent To  
Notes
2017-07-10 16:52:05FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: 1510 TUXEDO Z17060018
 JULY 10, 2017
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. PLEASE UPDATE PLAN TO CURRENT LANDSCAPE CODE AS OF
 APRIL 21, 2017. THESE UPDATES INCLUDE TREE AND
 FLOWERING TREE REQUIREMENTS, FLORIDA FRIENDLY LANDSCAPE
 REQUIREMENTS, AND SUBSTITUTION OF PALM TREES.
  
 2. PLEASE PROVIDE LOCATIONS OF LIGHTING ON THE
 LANDSCAPE PLAN TO AVOID CONFLICTS WITH LANDSCAPING.
  
 3. PLEASE SHOW LOCATIONS OF WATER AND SEWER LINES ON
 THE LANDSCAPE PLAN AND RESOLVE CONFLICTS WITH
 LANDSCAPING.
  
 4. CALCULATION OF OPEN SPACE REQUIRED FOR TREE AND
 SHRUB CALCULATIONS IS BASED ON 40 PERCENT REQUIRED.
  
 5. PLEASE SHOW CALCULATIONS FOR BUFFER TREE
 REQUIREMENTS.
  
 6. THE LANDSCAPE BUFFER TREES AND HEDGE CAN BE LOCATED
 TO OTHER LOCATIONS ON THE SITE IF THE BUILDING IS
 LOCATED AT ZERO SETBACK FOR THE EAST AND SOUTH SIDES.
  
 7. SOME LANDSCAPE AREA CAN BE GAINED IF THE CURB IS
 LOCATED IN PLACE OF WHEEL STOPS, ALLOWING THE OVERHANG
 TO BE GRASS OR GROUNDCOVER.
  
Review Stop PARK PARKING
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Review Stop POLICE POLICE
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Review Stop PW PUBLIC WORKS
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Review Stop STORM STORMWATER
Rev No 4 Status P Date 01-05-2018 Cont ID  
Sent By tward Date 01-05-2018 Time 15:49 Rev Time 0.00
Received By tward Date 01-05-2018 Time 16:02 Sent To  
Notes
2018-01-05 16:02:20THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 SENIOR PLANNER'S 12/19/2017 REVIEW PACKAGE:
  
 1. THE PROPOSED GRAVITY WALL ALONG THE EAST PROPERTY
 LINE CANNOT EXTEND PAST THE PROPERTY LINE. REVISE
 PERIMETER ELEVATION DETAIL "PE2" TO: (A) SHOW THE
 VERTICAL FACE OF THE GRAVITY RETAINING WALL AT OR WEST
 OF THE EAST PROPERTY LINE AND THE SLOPED FACE TOWARD
 THE INTERIOR OF THE SITE; OR (B) SHOW THE GRAVITY
 RETAINING WALL SHIFTED TO THE WEST SO THAT IT IS
 ENTIRELY WITHIN THE PROPERTY. CONSIDER THAT A TEMPORARY
 CONSTRUCTION EASEMENT MAY BE NEEDED FROM THE ADJACENT
 PROPERTY OWNER IN ORDER TO CONSTRUCT THE GRAVITY WALL
 ON THE PROPERTY LINE. THESE REVISIONS CAN BE SHOWN WHEN
 THE PLANS ARE SUBMITTED FOR ENGINEERING PERMIT.
  
 2. FOR ENGINEERING PERMIT APPROVAL, AN EROSION AND
 SEDIMENT CONTROL PLAN WILL BE REQUIRED.
  
 3. DRAINAGE CALCULATIONS WILL NEED TO BE SUBMITTED WITH
 THE ENGIENERING PERMIT APPLICATION AND WILL NEED TO
 INCLUDE SITE SPECIFIC EXFILTRATION RATES.
  
 TRACY L. WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 [email protected]
 561-494-1120
Review Stop STORM STORMWATER
Rev No 3 Status F Date 12-06-2017 Cont ID  
Sent By tward Date 12-06-2017 Time 15:34 Rev Time 0.00
Received By tward Date 12-06-2017 Time 16:31 Sent To  
Notes
2017-12-06 16:31:10THE COMMENTS BELOW ARE FROM THE REVIEW OF THE
 ENGINEERING PLANS AND SURFACE WATER MANAGEMENT
 CALCULATIONS SIGNED AND SEALED BY RONALD W. LAST, P.E.
 ON 12/1/2017:.
  
 1. SHOW MILL AND RESURFACE LIMITS FOR UTILITY TRENCH
 CUTS IN THE ROADWAY ON THE ENGINEERING PLANS.
  
 2. PROVIDE CROSS SECTION FOR DRIVEWAY APRON SHOWING
 CROSS SLOPES AND MINIMUM 4 FEET WIDTH AT 2 PERCENT
 CROSS SLOPE TO MEET ADA CRITERIA FOR SIDEWALK.
 REMAINING DRIVEWAY SLOPE SHOULD NOT EXCEED 8% PER CITY
 STANDARD DETAIL GC-7.
  
 3. EXISTING GRADES FOR TUXEDO LANE SHOW THE NORTH BOUND
 LANES SLOPE TOWARD THE PROJECT. INDICATE A SWALE
 BETWEEN THE SIDEWALK AND EDGE OF PAVEMENT AND PROVIDE
 TYPICAL CROSS SECTION FROM BACK OF WALK TO EDGE OF
 PAVEMENT. INVERT OF SWALE DOES NOT NEED TO BE MORE THAN
 3 INCHES BELOW EDGE OF PAVEMENT. SWALE WON'T BE NEEDED
 IN DRIVEWAY BUT EDGE OF PAVEMENT SHOULD SLOPE ALONG
 DRIVEWAY TO CONVEY WATER TO THE SIDE(S) OF THE
 DRIVEWAY. SWALE LONGITUDINAL SLOPE CAN FOLLOW THE SLOPE
 OF THE ROAD (I.E. FROM SOUTH TO NORTH).
  
 4. INVERT FOR MH#2 APPEARS TO BE LABELED WITH THE WRONG
 DIRECTION.
  
 5. INDICATE IF A RETAINING WALL WILL BE NEEDED ALONG
 THE EAST PROPERTY LINE. THERE IS A 4 FOOT DROP FROM THE
 EXISTING GRADE ALONG THE PROPERTY LINE TO PROPOSED
 INTERIOR GRADES.
  
 6. PROVIDE BACKUP FOR THE EXFILTRATION RATES SHOWN IN
 THE SURFACE WATER MANAGEMENT CALCULATIONS.
  
 7. EXFILTRATION STORAGE DOES NOT REACH 0.08 AC-FT UNTIL
 STAGE 15.5 FEET NAVD, WHEN H2 IS 8.50 FEET.
  
 TRACY L. WARD, P.E
 ENGINEERING SERVICES DEPARTMENT
 [email protected]
 561-494-1120
Review Stop STORM STORMWATER
Rev No 2 Status F Date 11-22-2017 Cont ID  
Sent By tward Date 11-22-2017 Time 15:50 Rev Time 0.00
Received By tward Date 11-22-2017 Time 16:10 Sent To  
Notes
2017-11-22 16:09:16THE FOLLOWING COMMENTS ARE IN RESPONSE TO THE REVIEW OF
 THE 10/24/2017 PACKAGE FROM THE SENIOR PLANNER.
  
 1. SHOW A SWALE IN THE RIGHT-OF-WAY BETWEEN THE
 SIDEWALK AND EDGE OF PAVEMENT. ADD A CROSS SECTION OR
 SPOT GRADES TO INDICATE HOW THE SWALE SHOULD BE GRADED.
  
 2. INCLUDE CITY'S STANDARD DETAIL FOR THE DRIVEWAY
 APRON.
  
 3. SITE PLAN CALLS OUT PERVIOUS CONCRETE IN THE STORAGE
 AND PARKING AREA. DESCRIBE THE MATERIALS THAT WILL BE
 STORED IN THIS AREA.
  
 4. PROVIDE DRAINAGE ARROWS ON THE PRELIMINARY
 ENGINEERING PLAN TO INDICATE DIRECTION OF SURFACE
 RUNOFF.
  
 5. THE PRELIMINARY ENGINEERING PLAN SHOWS A PERIMETER
 BERM DETAIL WITH A MINIMUM BERM HEIGHT OF 13.52 FEET
 NAVD FOR THE 10-YEAR 3-DAY PEAK STAGE. NO DRAINAGE
 CALCULATIONS WERE PROVIDED TO CONFIRM THIS STAGE. SFWMD
 REQUIRES RUNOFF TO BE CONTROLLED TO THE 25-YEAR 3-DAY
 DESIGN STORM. ALL OF THE SITE APPEARS TO BE ABOVE THE
 13.52 ELEVATION SO IT IS UNCLEAR WHERE THIS BERM WOULD
 BE NEEDED. SHOW ON THE PLAN WHERE A PERIMETER BERM WILL
 BE NEEDED.
  
 6. DRAINAGE CALCULATIONS DEMONSTRATING COMPLINANCE WITH
 SFWMD ERP CRITERIA CAN BE SUBMITTED WITH THE
 ENGINEERING DEVELOPMENT PERMIT APPLICATION.
  
 7. ADD THE NAVD TO NGVD CONVERSION FACTOR TO THE SURVEY
 / SITE PLAN DRAWING.
  
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 08-08-2017 Cont ID  
Sent By tward Date 08-08-2017 Time 11:16 Rev Time 0.00
Received By tward Date 08-08-2017 Time 11:17 Sent To  
Notes
2017-08-08 11:17:36THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL
 DETAILS, DESIGN CALCULATIONS AND THE POLLUTION
 PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
 ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
 APPLICATION PROCESSES. THE ENGINEERING DEVELOPMENT
 APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT HTTP://
 WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PER
 MITS-APPLICATIONS
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL:
  
 1. PRELIMINARY, UPDATED FEMA FLOOD INSURANCE MAPS ARE
 AVAILABLE AT
 HTTP://MAPS.CO.PALM-BEACH.FL.US/GIS/FLOODZONES.ASPX?.
 PLEASE REVIEW THE MAPS AND VERIFY THAT THE NEW MAPS
 WILL NOT IMPACT THE PROPOSED PROJECT.
  
 2. THE FREEBOARD REQUIREMENT FOR STRUCTURES IN A
 SPECIAL FLOOD HAZARD AREA IS TWO FEET ABOVE BASE FLOOD
 ELEVATION.
  
 3. NO ENGINEERING PLANS WERE PROVIDED.
  
 4. SITE PLAN SHOWS DRAINAGE INLETS AND EXFILTRATION
 TRENCH. DRAINAGE SYSTEM TO BE DESIGN TO MEET SFWMD
 CRITERIA FOR WATER QUALITY AND OFFSITE DISCHARGE.
  
 5. SHOW UTILITIES ON THE LANDSCAPE PLANS.
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.
  
 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
 THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
 CAN BE DOWNLOADED AT: HTTP://WPB.ORG/DEPARTMENTS/ENGINE
 ERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS
  
 2. PROVIDE A COPY OF THE SFWMD ERP PERMIT AND SIGNED
 AND SEALED DRAINAGE CALCULATIONS.
  
Review Stop SURVEY SURVEYING
Rev No 3 Status P Date 12-04-2017 Cont ID  
Sent By vnoel Date 12-04-2017 Time 13:26 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
***NONE***
Review Stop SURVEY SURVEYING
Rev No 2 Status F Date 11-03-2017 Cont ID  
Sent By vnoel Date 11-03-2017 Time 10:09 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2017-11-03 10:12:271. THERE IS A 3' EASEMENT ALONG SOUTH PROPERTY LINE PER
 PLAT THAT NEEDS TO BE ADDED TO ALL PLANS.
 2. WATER CONNECTION NEEDS TO BE MADE TO EITHER FRONTAGE
 STREET.
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 07-12-2017 Cont ID  
Sent By vnoel Date 07-12-2017 Time 08:13 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2017-07-12 08:13:351. NO PRELIMINARY ENGINEERING PLANS PROVIDED.
 2. UTILITY DEPT. WILL DETERMINE POINT OF CONNECTIONS TO
 WATER AND SEWER SYSTEM.
 3. VERTICAL DATUM NEEDED ON SURVEY. EXISTING CLEAN-OUT
 ON SITE PLAN NOT SHOWN ON SURVEY.
 4. WILL STORM DRAINAGE BE CONNECTED TO ANY OUTFALL?
 5. WHAT TYPE OF SURFACE IS PROPOSED FOR THE OUTDOOR
 STORAGE?
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status P Date   Cont ID  
Sent By   Date 12-21-2017 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date   Cont ID  
Sent By   Date 07-11-2017 Time   Rev Time  
Received By   Date 07-11-2017 Time   Sent To  
Notes
2017-07-11 17:42:52THIS IS AN INITIAL LEVEL REVIEW. CONSTRUCTION LEVEL
 DETAILS, DESIGN CALCULATIONS, AND THE POLLUTION
 PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
 ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
 APPLICATION PROCESSES.
 THE FOLLOWING GENERAL COMMENTS MUST BE ADDRESSED PRIOR
 TO ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL:
  
 1 - CAN THE DRIVEWAY WIDTH BE REDUCED?
 2 - PROVIDE SIDEWALK ALONG LOT FRONTAGE.
  
 ERIK FERGUSON, P.E.
 SENIOR PROJECT ENGINEER
 561-494-1092
 [email protected]
Review Stop Z ZONING
Rev No 3 Status P Date   Cont ID  
Sent By   Date 01-05-2018 Time   Rev Time 0.00
Received By pgreilic Date 01-05-2018 Time 13:10 Sent To  
Notes
2018-01-05 13:10:39PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]
Review Stop Z ZONING
Rev No 2 Status P Date   Cont ID  
Sent By   Date 11-14-2017 Time   Rev Time 0.00
Received By pgreilic Date 11-14-2017 Time 08:56 Sent To  
Notes
2017-11-28 08:57:09PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date 07-11-2017 Cont ID  
Sent By   Date 07-11-2017 Time   Rev Time 0.00
Received By pgreilic Date 07-11-2017 Time 15:56 Sent To  
Notes
2017-07-11 15:58:59ISPR 17-03
 Z17060018
 1510 TUXEDO AVENUE
  
  
 1.) PROVIDE A SURVEY SHOWING EXISTING CONDITIONS OF THE
 SITE
  
 2.) PROVIDE PROPOSED PHOTOMETRIC PLAN
  
 3.) PROVIDE A TURNAROUND AREA TO THE NORTH OF THE
 PROPOSED DRIVE AISLE TO AVOID CARS FROM BACKING OUT
 DIRECTLY ONTO TUXEDO AVENUE
  
 4.) ONLY 8.5 FEET REQUIRED WIDTH INSTEAD OF 9 FOR
 PARKING SPACE, CONSIDER REVISION
  
 5.) ONLY 24 FEET DRIVE AISLE REQUIRED INSTEAD OF 26
 FEET, CONSIDER REVISION
  
 6.) CONSIDER RELOCATING BUILDING TO 0? SETBACK ON SOUTH
 AND EAST PROPERTY LINE TO ALLOW FOR ADDITIONAL
 FOUNDATION PLANTING AND LANDSCAPE BUFFER ALONG THE WEST
 PROPERTY LINE
  
 7.) PROVIDE DETAILS FOR PARKING SPACES
  
 8.) EXPAND SIDEWALK TO 5 FEET AND TIE INTO EXISTING
 SIDEWALK ALONG TUXEDO AVENUE
  
 9.) INDICATE LOCATION OF EXISTING OR PROPOSED FIRE
 HYDRANTS WITHIN 250 FEET OF THE PROPOSED STRUCTURE(S)
  
 10.) PROVIDE LOCATION OF DUMPSTER ENCLOSURE
  
 - PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 - WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF ELEVEN
 (11) PAPER COPIES AND AN ELECTRONIC COPY IN .PNG/.PDF
 FORMAT OF ALL PLANS. PLEASE NOTE THAT CHANGES ON THE
 RESUBMITTED PLANS OR THE SUBMITTAL OF INFORMATION/PLANS
 TO ADDRESS THE COMMENTS MAY RESULT IN ADDITIONAL
 COMMENTS.
  
 - PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY-ISSUED
 COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
 APPLICANT WILL BE ACCESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20% OF THE ORIGINAL APPLICATION FEE.
  
 - PLEASE NOTE THAT IF THE PLANNING DIVISION HAS NOT
 RECEIVED A RESPONSE TO THE PPRC COMMENTS WITHIN 60 DAYS
 FROM THE DATE OF THESE COMMENTS/THE PPRC MEETING (BY
 12/12/16), THE CASE SHALL BE CONSIDERED WITHDRAWN. ANY
 FURTHER ACTION SHALL REQUIRE A NEW DEVELOPMENT
 APPLICATION.
  
 PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]
  
  
  
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